R 206

D 649

N orth Banana R iver D rive

Anchor Lane

North Right-of-Way of State Road 520

Phyllis Drive

Treasure street

Project Location

Location Map (Not to Scale)

R 37 E

Surveyor's Notes:

1. This Map of Topographic Survey is not valid without the signature and original raised Seal of a Florida Licensed Surveyor and Mapper.

2. Additions or deletions to this Map of Topographic Survey by other than the signing party or parties is prohibited without the written consent of the signing party or parties.

3. The purpose of this survey is to identify and map the features within the survey limits show hereon, as specified by the client.

4. Coordinates shown hereon are relative to the North American Datum of 1983, 2011 Adjustment, projected in the Florida State Plane Coordinate System, Florida East Zone 901, US survey feet, based on Global Positioning System (GPS) measurements to the National Geodetic Survey (NGS) Continuously Operating Reference Stations (CORS) network. The positions of the project control stations shown hereon have a calculated positional accuracy of 2 cm or better based upon the NGS OPUS Adjustment Report.

5. Elevations shown hereon are relative to the North American Vertical Datum of 1988 (NAVD88) based upon a level line run to the following benchmarks established by the National Geodetic Survey (NGS):

DESIGNATION: D 649, PID: DK6649 , ELEVATION: 2.73 feet and DESIGNATION: R 206, PID: AK2702, ELEVATION: 6.71 feet

6. Except as depicted hereon underground improvements such as foundations and utilities were not located. All underground utility locations shown hereon are approximate and were determined from visible surface features indicating underground lines such as manholes, valves, catch basins, water meters, flags and paint marks by others, etc. There may be additional underground improvements. Actual location, size or depth of line should be verified with the individual utility company prior to excavation or construction.

The stormwater and sanitary pipe size and invert elevation information shown for accessible structures is based upon remote measurement techniques and therefore may be approximate.

7. Source of aerial photography/image: The Florida Department of Transportation (FDOT), Aerial Photo Look Up System (A+PLUS) website. This digital orthographic imagery was acquired on 03/2021 per metadata provided. This imagery is shown for reference only; this survey does not warrant the accuracy of this imagery.

8. This survey does not address the location of any wetlands or sovereign lands that may or may not lie within or adjacent to the lands surveyed.

9. For purposes of clarity, some spot elevations and other related topographic data may not be depicted hereon. This data is available in electronic format in WOOD (now WSP) file “600731X1.dwg” and has been furnished to the client.

10. The field data acquisition phase of this survey was completed on 04/05/2022, as documented in WOOD (now WSP) field book 1022.

T

S

MIAMI-

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WAKULLA JE

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FRANKLIN

LIBERTY

GULF

GADSDEN

HOLMES JACKSON

WASHINGTON

BAY

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LH

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SB

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OKEECHOBEE

MANATEE

SA

RA

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GLADES

HARDEE

HIGHLANDS

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CHARLOTTE

LEE

MONROE

HENDRY

COLLIER

RIVER

MARTIN

ST. LUCIE

BEACH

PALM

BROWARD

DADE

OSCEOLA

SUW

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BRADFO

RD

ALACHUA

MARION

PASCO

UNION

GILCHRIST

DIXIE

LAFAYETTE

LEVY

PINELLAS

HERNANDO

CITRUS

ORANGE

CLAY

PUTNAM

FLAGLER

ST. JOHNS

SU

M

TE

R

LAKE

VOLUSIA

SEMINOLE

POLK

BAKER

COLUM

BIA

HAMILTON

NASSAU

DUVAL

INDIAN

BREVARD

Project Location

CHARLES B. GARDINER

FLORIDA PROFESSIONAL SURVEYOR AND MAPPER

LICENSE NO. LS 5046

Brevard County, Florida of Map of Topographic Survey

NanDivada Property Located in

Sections 30 and 31, Township 24 South, Range 37 East of R ev is io n

Pr oj ec t T itl e:

of

Sh ee t N o.

Pr ep ar ed fo r:

D w g.

D at e:

Co un ty : B re va rd C ou nt y, F lo rid a Ph ot o D at e:

Fi el d Bo ok : 1

(6 4-

D ra w n by

O ffi ce N o.

: 6

1X

C he ck ed b y:

D w g.

N am e:

1X

1.

dw g

/1

1/

M R

C

BG

/2

Se ct io ns an d

, T ow ns hi p

S ou th

, R an ge

Ea st

Br ev ar d

C ou nt y, F lo rid a

Lo ca te d in

M ap o f T op og ra ph ic S ur ve y D at e

Prepared by:

Last Day in Field: 04/05/2022

R ev is io n D at e

GRAPHIC SCALE

1 inch = 120 feet

(IN FEET)

N O

R

TH

0 60 120 240

N an D iv ad a P ro p er ty

N O

R

TH

N O

R

TH

C O

U R

TE

N

A Y

PK

W

Y

BA

N

AN

A

R

IV

ER

D

R

IV

E

10 11 12

131415

22 23 24

25262728

35 36

141518

19 22 23

31 34 35

9 10 12

7 8 10 11

1415171818

22 23

CAPE CANAVERAL

MERRITT ISLAND

COCOA BEACH

A

TL

A N

TI

C

A

VE

MERRITT ISLAND CAUSEWAY

T

S

Limits of Topographic Survey

Project Control # 1007 Set 5/8" Iron Rod & Cap Stamped: WOOD TRAVERSE N 1463784.35' E 763119.39' Z 5.61'

Project Control # 1008 Set 90d Nail, No ID N 1464295.75' E 764027.18' Z 3.67'

Limits of Topographic Survey sheet 2sheet 3sheet 4 sheet 5 sheet 5

NanDivada Property

Geotechnical Locations DescriptionNorthing Easting Elevation B-1 1464015.3 762423.2 7.59 B-2 1464180.0 762472.6 7.78 B-3 1464097.6 762538.1 7.12 B-4 1464204.0 762715.6 4.35 B-5 1464028.2 762847.9 3.18 B-6 1464111.1 762886.0 2.77 B-7 1464072.9 763122.0 2.23 B-8 1464191.3 763104.3 1.80 B-9 1464088.5 763308.8 2.19 B-10 1464208.2 763556.6 3.10 B-11 1463990.9 763450.3 1.96 D-1 1464291.1 763532.0 2.59

PZ-01 1464112.7 762368.8 8.33

PZ-02 1464006.5 763111.3 5.22

PZ-03 1464166.7 763484.8 3.30

Gopher Tortoise Burrow Locations DescriptionNorthing Easting Elevation

GT-01 1463988.7 762425.1 5.85

GT-02 1464014.8 762383.7 7.24

GT-03 1464060.1 762411.6 7.39

GT-04 1464069.2 762869.6 3.30

GT-05 1464066.5 762389.4 7.15

GT-06 1464041.2 762530.0 7.59

FO

FM

SS

BT

WM

2'

CMP

D E Z

LF

N

OU

PVC

RCP

+10.0'

T

WPB

= Buried Fiber Optic Line (Marked by Others) = Buried Gas Line (Marked by Others) = Buried Sanitary Forced Main Line (Marked by Others) = Buried Sanitary Sewer Line (Marked by Others) = Buried Telephone Line (Marked by Others) = Buried Water Line (Marked by Others) = Chain Link Fence = Contour Line = Corrugated Metal Pipe = Drainage Manhole = Easting = Elevation

= Linear Feet = Northing = Over Head Utility Line = Polyvinyl chloride = Reinforced Concrete Pipe = Spot Elevation = Telephone Pedestal or Box = Wire Pull Box / Service Box

GAS

Legend

ERCP = Elliptical Reinforced Concrete Pipe

Ad de d te st h ol e in fo rm at io n

/2

0/ up da te d ho le in fo rm at io n

/2

4/

Br ev ar d

C ou nt y

N at ur al

R es ou rc es M an ag em en t D ep ar tm en t

J ud ge F ra n

Ja m ie so n W ay Vi er a, F L

Altamonte Springs, FL 32701 USA

WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.

www.wsp.com Phone: (407) 522-7570

Certificate of Authorization Number LB-0007932

550 Northlake Boulevard, Suite 1000

GAS

GAS

GAS

GAS

GAS

GAS

GAS GAS

G

AS

FO

SS

SS

SS

OU

OU

OU

OU

OU

OU

OU

OU OU OU OU OU OU

OU OU OU OU OU OU OU OU OU OU

W M

W M

W M

W M

W M

W M

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

W M

W M

W M

W M

W M

W M

W M

GAS

GAS

GAS

G

AS

G

AS

G

AS

G

AS

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

SS

SS

SS

FM

FM

FM

SS

SS

SS

SS SS

B-10

D-1

B-11

B-9

W

2.8 1'

2.4 7'

2.5 4'

T T

2.7 7'

1.6 2'

1.8 3'

1.9 8'

2.9 6'

3.1 8'

3.2 1'

2.0 3'

2.1 0'

3.2 2'

3.2 2'

3.3 2'

3.2 3'

2.8 2'

1.9 3'

1.4 9'

3.2 0'

3.3 8'

2.9 8' 3.6

5'

D

D D

D

H Y D

W

WPB

S

WPB

S

WPB

S

D

S

3.6

4.1 ' 4.3

4.0

2.7 ' 2.0

3.1

8'

2.8 ' 2.1

' 3.0 8'

3.0 5'

2.3

2.5

2.4 2.2

2.0

' 2.2

1.9

1.8

2.8 6'

2.0 4'2.1

5' 2.2

6'

2.1 6' H

Y D

2.7 ' 2.6

3.0

3.3

3.5

3.4

3.3

3.3 '3.4

3.3

1.8

1.7

1.6 1.7

1.8

2.1

3.4

3.5

3.4

3.1 '2.9

3.0

3.4

3.3

3.2

2.7

2.2

2.2 '2.2 2.4

2.2

2.3

2.8

2.8 3'

2.7 6'

2.7 5'

2.7 8'

2.5 8'

2.9 4'

2.8 5'

2.5 1'2.1

6' 1.9

4' 2.1 7'2.1 0'

1.9 4'

1.9 0'

4.0

3.9

2.9

2.5

2.3

2.0

1.2

4.1

3.8 ' 3.2

S 89°55'01" W 365.93'

HOLE

HOLE

PZ-03

PHYLLIS DRIVE

TREASURE STREET

LIMITS OF TOPOGRAPHIC SURVEY

PROJECT CONTROL # 1008

SET 90D NAIL, NO ID

N 1464295.75' E 764027.18' Z 3.67'

LIMITS OF TOPOGRAPHIC SURVEY

NO

RTH BANANA RIVER DRIVE

STINGRAY AVENUE

MULLETT AVENUE

SILVER OAKS AVENUE

LIFT STATION

DRAINAGE MANHOLE

TOP 2.39

BOTTOM -1.37

(INVERT INACCESSIBLE)

CATCH BASIN

TOP 1.94

INVERT -0.72 (N)

INVERT -0.82 (S)

DRAINAGE MANHOLE

TOP 3.65

INVERT -1.14 (N)

INVERT -1.21 (S)

DRAINAGE MANHOLE

TOP 2.84

INVERT -1.81 (W)

INVERT -1.92 (E)

INVERT -1.31 (S)

DRAINAGE MANHOLE

TOP 2.98

INVERT -1.23 (W)

INVERT -1.27 (E)

INVERT -1.62

INVERT 0.14

CATCH BASIN

TOP 1.84

INVERT 0.08 (W)

INVERT -0.01 (E)

CATCH BASIN

TOP 2.09

INVERT -0.24 (W)

INVERT 0.00 (E)

CATCH BASIN

TOP 2.13

INVERT -0.12 (W)

INVERT -0.24 (E)

WEIR

TOP 1.42 SPILLWAY

0.21 (N)

0.06 (W) -0.51 (E)

INVERT -1.06

INVERT 0.91

INVERT 0.70

INVERT 0.56

INVERT 0.53

INVERT 0.57

INVERT 0.88

INVERT 1.67

18" CMP (50 LF)

18" CMP (41 LF)

24" RCP (130 LF)

24" RCP (29 LF)

" R

CP

36" RCP (129 LF)

24"X36" RCP (81 LF)

18" RCP (85 LF)

6" PCV (32 LF)

18" RCP (41 LF)12"X18" CMP (78 LF)12"X18" CMP (42 LF)12"X18" CMP (88 LF)

19"X30" ERCP (59 LF)

4" P

VC

4"

P

VC

12"X18" CMP (52 LF)

9' W I D E D I R T T R A I L

HYDRANT

VALVE

VALVE

VALVE

WATER METER

POWER POLE

POWER POLE

POWER POLE

GATE

SANITARY MANHOLE

TOP 3.98SANITARY MANHOLE

TOP 3.10

SANITARY MANHOLE

TOP 2.24

SANITARY MANHOLE

TOP 2.99

HYDRANT

14" WOOD RETAINING WALL

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B) GAS(B) GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

GAS(B)

WM(B)

W M

(B) W

M (B)

W M

(B

W M

(B

TEST HOLE 102

TEST HOLE 104

TEST HOLE 105

TEST HOLE 106

TEST HOLE 107

H Y D W

TEST HOLE 101

TEST HOLE 103

TEST HOLE 108

TEST HOLE 109

TEST HOLE 110

FM

(B)

FM

(B)

FM

(B)

FM(B)

FM(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B)

BT(B) BT(B) BT(B) BT(B) BT(B) BT(B) BT(B) BT(B) BT(B) BT(B)

BT(B) BT(B)

BT(B)

BT(B)

BT(B)

24" RCP (77 LF)

36" RCP (75 LF)

DRAINAGE STRUCTURE

WITH CONCRETE LID

R ev is io n Pr oj ec t T itl e:

of

Sh ee t N o.

Pr ep ar ed fo r:

D at e

Prepared by:

R ev is io n D at e

*5$P+,& S&$/(

1 inch =30 feet

(IN FEET)

N

7+

0 15 30 60 of D w g.

D at e:

Co un ty

: B re va rd

C ou nt y, F lo rid a Ph ot o

D at e:

Fi el d

Bo ok

: 1

(6

4-

D ra w n by

O ffi ce

N o.

: 6

1X

C he ck ed b y:

D w g.

N am e:

1X

1.

dw g

/1

1/

M R

C

BG

Se ct io ns an d

, T ow ns hi p

S ou th

, R an ge ar d

C ou nt y, F lo rid a

Lo ca te d in

M ap o f T op og ra ph ic S ur ve y

N an

D iv ad a

P ro p er ty

See Sheet 5

See Sheet 5 TEST HOLE GROUND

NUMBER NORTHING EASTING ELEVATION CUT TOP OF UTILITY DESCRIPTION

101 1464310.34 763564.58 3.19 2.0 1.1 24" RCP STORM DRAINAGE

102 1464307.73 763561.78 2.59 1.1 1.5 3" METAL GAS

103 1464303.36 763576.94 3.05 1.1 1.9 8" METAL WATER MAIN

104 1464303.05 763591.59 3.40 2.1 1.3 24" METAL WATER MAIN

105 1464295.17 763589.64 3.25 5.4 -2.2 UNK SIZE HDPE SANITARY FORCE MAIN

106 1464295.67 763885.81 2.12 3.0 -0.8 10" METAL WATER MAIN

107 1464273.41 763966.51 2.24 4.9 -2.7 10" METAL SANITARY

108 1464296.97 763574.97 3.23 0.8 2.4 8" METAL WATER MAIN

109 1464262.53 763868.28 2.93 2.8 0.1 4" METAL GAS

110 1464304.28 763569.74 3.03 1.8 1.2 36" RCP STORM DRAINAGE

/2

Ad de d te st h ol e in fo rm at io n

/2

0/ up da te d ho le in fo rm at io n

/2

4/

Br ev ar d

C ou nt y

N at ur al

R es ou rc es M an ag em en t D ep ar tm en t

J ud ge F ra n

Ja m ie so n W ay Vi er a, F L

Altamonte Springs, FL 32701 USA

WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.

www.wsp.com Phone: (407) 522-7570

GAS

OU

OU

OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU

OU OU OU OU OU OU OU

W M

W M

W M

W M

W M

W M

WM

WM

FO

FO

FO

FO

FO

FO

FO

FO

FM

FM

FM

OU OU

B-10

D-1

1.1

B-11

B-9

B-8

B-7

B-6

B-5

B-4

W

W 2.0

1.2

2.8 '3.1

2.8

1' 1.9

'1.2 ' 1.9

' 2.4

3.1 '3.2

2.4 7'

1.4 ' 0.4

'1.

4'

2.0

3.3 '3.5

2.5 4'

T T

D

3.0

3.2

3.5

3.7

3.4 '3 .3' 3.5

'3.2

3.3

D

4.9 '3.7

4.2 '2.8

4.0

3.5

3.4 '3.0

3.7

2.6

1.9 ' 2.2

2.1

1.8

1.7

2.2

2.2

2.8

-1.4

2.7

1.9

2.0

2.9 '4.1

2.2

2.1

3.1

4.6 '5.0

2.4

2.4

3.0

2.7

2.5

2.4

2.3

2.6

3.4

3.3

2.2

2.2

2.5

2.3

1.9

3.6

3.2

3.1

2.7

3.4

4.0

5.2

4.4

4.1

3.6

3.6

4.9

4.9

5.1

5.8

5.7

1.1 ' 2.4

'2.5 '2.4

2.8

3' 2.0

'1.2 '1.7

' 2.4 ' 2.6

'2.7 6'

1.9 ' 1.4

'1.8 ' 2.2

' 2.3 '2.7

5' 1.8

' 1.4 ' 2.1

' 2.4 ' 2.5

2.5

2.7

3.0

2.8 '2.5

'2.7

2.5

2.0 '2.6

2.5 8'

2.9 4'

2.8 5'

2.5 1'2.1

6' 1.9

4' 2.1 7'2.1 0'

1.9 4'

1.9 0'

2.6 ' 2.6

' 2.7

2.3

2.4

2.5

2.5

2.1

1.7

1.9 '1.9

'2.2

S 89°55'01" W 365.93'

N 89°31'52" E 1263.40'

HOLE

HOLE

GT-04

PZ-02

PZ-03

PHYLLIS DRIVE

LIMITS OF TOPOGRAPHIC SURVEY

DRAINAGE MANHOLE

TOP 2.39

BOTTOM -1.37

(INVERT INACCESSIBLE)

CATCH BASIN

TOP 1.94

INVERT -0.72 (N)

INVERT -0.82 (S)

DRAINAGE MANHOLE

TOP 3.65

INVERT -1.14 (N)

INVERT -1.21 (S)

19"X30" ERCP (59 LF)

9' W I D E D I R T T R A I L

9' W I D E D I R T T R A I L

VALVE

POWER POLE

POWER POLE

GATE

GAS(B)

GAS(B)

TEST HOLE 102

TEST HOLE 104

TEST HOLE 105

TEST HOLE 101

TEST HOLE 103

TEST HOLE 108

TEST HOLE 110

FM

(B)

FM

(B)

FM

(B)

FM(B)

FM(B)

BT(B)

BT(B)

BT(B)

BT(B)

24" RCP (77 LF)

36" RCP (75 LF)

DRAINAGE STRUCTURE

WITH CONCRETE LID

R ev is io n Pr oj ec t T itl e:

of

Sh ee t N o.

Pr ep ar ed fo r:

D at e

Prepared by:

R ev is io n D at e

*5$P+,& S&$/E

1 inch =30 feet

(IN FEET)

N

7+

0 15 30 60 of D w g.

D at e:

Co un ty

: B re va rd

C ou nt y, F lo rid a Ph ot o

D at e:

Fi el d

Bo ok

: 1

(6

4-

D ra w n by

O ffi ce

N o.

: 6

1X

C he ck ed b y:

D w g.

N am e:

1X

1.

dw g

/1

1/

M R

C

BG

Se ct io ns an d

, T ow ns hi p

S ou th

, R an ge ar d

C ou nt y, F lo rid a

Lo ca te d in

M ap o f T op og ra ph ic S ur ve y

N an

D iv ad a

P ro p er ty

/2

Ad de d te st h ol e in fo rm at io n

/2 0/ up da te d ho le in fo rm at io n

/2 4/

Br ev ar d

C ou nt y

N at ur al

R es ou rc es M an ag em en t D ep ar tm en t

J ud ge F ra n

Ja m ie so n W ay Vi er a, F L

Altamonte Springs, FL 32701 USA

WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.

www.wsp.com Phone: (407) 522-7570

OU OU OU OU OU OUOU OU OU OU OU OU OU OU OU OU OU OU OU OU OU

B-6

B-5

B-4

B-3

B-1

B-2

W 6.3

3.6

3.2

3.1

2.7

3.4

4.0

5.2

4.4

4.1

3.6

3.6

4.9

4.9

5.1

5.8

5.7

7.3

7.2

6.9

6.1

6.3

7.4 '6.8

7.5

7.8

8.3

5.8

5.5

7.0

4.8

3.4

3.6

6.4

3.7

6.5

4.6

5.3

6.2 '5.0

3.9

01 3.2 ' 4.2

3.7

0.5

3.7

S 89°55'03" W 1076.83'

S 30°37'36" E 323.84'

N 84°29'34" E 155.78'

GT-02

GT-01

GT-06

HOLE

GT-05

GT-03

GT-04

PZ-01

PHYLLIS DRIVE

W

ETLANDS LINE

WETLANDS LINE

9' W I D E D I R T T R A I L

R ev is io n Pr oj ec t T itl e:

of

Sh ee t N o.

Pr ep ar ed fo r:

D at e

Prepared by:

R ev is io n D at e

*5$P+,& S&$/E

1 inch =30 feet

(IN FEET)

N

7+

0 15 30 60 of D w g.

D at e:

Co un ty

: B re va rd

C ou nt y, F lo rid a Ph ot o

D at e:

Fi el d

Bo ok

: 1

(6

4-

D ra w n by

O ffi ce

N o.

: 6

1X

C he ck ed b y:

D w g.

N am e:

1X

1.

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/1

1/

M R

C

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Se ct io ns an d

, T ow ns hi p

S ou th

, R an ge ar d

C ou nt y, F lo rid a

Lo ca te d in

M ap o f T op og ra ph ic S ur ve y

N an

D iv ad a

P ro p er ty

/2

Ad de d te st h ol e in fo rm at io n

/2 0/ up da te d ho le in fo rm at io n

/2 4/

Br ev ar d

C ou nt y

N at ur al

R es ou rc es M an ag em en t D ep ar tm en t

J ud ge F ra n

Ja m ie so n W ay Vi er a, F L

Altamonte Springs, FL 32701 USA

WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.

www.wsp.com Phone: (407) 522-7570

WM

WM

FO

FO

2.7 5'

2.7 8'

2.5 1'

2.1 6'

1.9 4'

2.1 7'2.1

0'

1.9 4'

1.9 0'

D D

AN

CH

OR

LA

NE

PH

YL

LI

S

D R

IV

E

LIM

ITS

O F T

OP

OG

RA

PH

IC

S

UR

VE

Y

NORTH

GE

OR

GI

AN

A

DR

IV

E

NORTH BANANA RIVER DRIVE

DO

CK

S

TR

EE

T

NORTH BANANA RIVER DRIVECATCH BASIN

TOP 1.93

INVERT -0.19

D I T C H D I T C H

D I T

C H

D I T

C H

D I T C H

CATCH BASIN

TOP 1.64

INVERT -0.51

18" CMP (311 LF)

18" CMP (51 LF)

DRAINAGE MANHOLE

TOP 2.68

INVERT -0.59 (N)

INVERT -0.54 (S)

18" CMP (10 LF)

HEADWALL

INVERT -0.35

RIP-RAP

HEADWALL

INVERT -0.28

DRAINAGE MANHOLE

TOP 2.88

INVERT -0.72 (E)

BOTTOM -0.43

(SOUTH INVERT

INACCESSIBLE)

" C

MP

CA

TC

H

BA

SI

N

TO

P

1.9

IN

VE

RT

-0

.72 (N

IN

VE

RT

-0 .82

(S

CATCH BASIN

TOP 2.16

INVERT -0.29 (N)

INVERT -0.24 (E)

INVERT -0.13 (S)

CATCH BASIN

TOP 1.92

INVERT -0.13 (N)

INVERT -0.11 (E)

INVERT 0.05 (S)

CATCH BASIN

TOP 1.54

INVERT 0.01 (N)

INVERT 0.04 (S)

18" HDEP (21 LF)

12"X18" ERCP (43 LF) 15" CMP (169 LF)

11"X20" CMP (427 LF)

24" CMP (406 LF)

19"X30" ERCP (59 LF)

GAS

FO

SSSS

WM WM WM WM WM

GAS

GAS

GAS GAS GAS

FO

FO

FO

FO FO FO

3.2 0'

3.3 8'

WPB

2.7

2.0

3.1 8'

2.8

2.1

3.0 8' 3.0

5'

2.3

2.5 ' 2.4

'2.2 '2.0

2.2

1.9

1.8

2.8 6'

2.0 4'

2.1 5'

2.2 6'

2.1 6'

H Y D

2.7 '2.6

3.0

' 3.3

3.5

3.4

3.3

3.3

3.4

3.3

1.8

1.7 '1.6

'1.7

1.8 ' 2.1

3.4

'3.5

3.4

3.1

2.9

3.0

3.4

3.3 ' 3.2

2.7

2.2

2.2

'2.2 '2.4 2.2

' 2.3 ' 2.8

D

DD

NORTH BANANA RIVER DRIVE

TR

EA

SU

R

E

ST

R

EE

T

LIM

IT

S

OF

T

OP

OG

RA

PH

IC

S

UR

VE

Y

NORTH

INVERT 0.57

INVERT 0.88

INVERT 1.67

18" CMP (50 LF)

14"X22" ERCP (50 LF)

MES INVERT 1.82

14"X22" ERCP (50 LF)

MES INVERT 1.67

MES INVERT 1.42 MES INVERT 1.28

CATCH BASIN

TOP 2.86

BOTTOM 1.25

CATCH BASIN

TOP 2.32

INVERT 0.44 (N)

INVERT 0.40 (S)

CATCH BASIN

TOP 2.28

INVERT 0.19 (N)

INVERT 0.15 (S)

DRAINAGE MANHOLE

TOP 2.94

INVERT 0.05 (N)

INVERT 0.20 (E)

DRAINAGE MANHOLE

TOP 3.77

INVERT -0.18 (S)

BOTTOM -0.52

(INVERT INACCESSIBLE)

INVERT -0.40

INVERT -0.21

DRAINAGE MANHOLE

TOP 2.35

BOTTOM -0.71

(INVERT INACCESSIBLE)

CATCH BASIN

TOP 2.35

INVERT 1.56

6" P

VC

24" RCP

24" RCP (44 LF)

"X

" E

RC

P

(6 2 L

F)

14"X22" ERCP (41 LF) 14"X22" ERCP (59 LF)

18"X30" RCP (105 LF)24" RCP (16 LF)

14"X22" ERCP (66 LF)

HY

DR

AN

T

D

DD

D

NORTH BANANA RIVER DRIVE

N O

R

TH

R

IG

H T-

O F-

W

AY

O F

ST

AT

E R

O

AD

NORTH

14"X22" ERCP (50 LF)

MES INVERT 1.82

14"X22" ERCP (50 LF)

MES INVERT 1.67

MES INVERT 1.42 MES INVERT 1.28

D I T C H

CATCH BASIN

TOP 2.86

BOTTOM 1.25

CATCH BASIN

TOP 2.32

INVERT 0.44 (N)

INVERT 0.40 (S)

CATCH BASIN

TOP 2.28

INVERT 0.19 (N)

INVERT 0.15 (S)

DRAINAGE MANHOLE

TOP 2.94

INVERT 0.05 (N)

INVERT 0.20 (E)

DRAINAGE MANHOLE

TOP 3.77

INVERT -0.18 (S)

BOTTOM -0.52

(INVERT INACCESSIBLE)

INVERT -0.40

INVERT -0.21

CATCH BASIN

TOP 2.17

INVERT -0.26 (N)

INVERT -0.58 (S)

CATCH BASIN

TOP 1.72

INVERT -0.26 (N)

INVERT -0.17

DRAINAGE MANHOLE

TOP 2.27

INVERT -0.25 (N)

INVERT -0.24 (S)

DRAINAGE MANHOLE

TOP 2.35

BOTTOM -0.71

(INVERT INACCESSIBLE)

CATCH BASIN

TOP 2.35

INVERT 1.56

CATCH BASIN

TOP 1.89

INVERT -0.04

CATCH BASIN

TOP 3.60

INVERT 0.11

CATCH BASIN

TOP 1.71

INVERT -0.26 (E)

BOTTOM -0.13

(INVERT INACCESSIBLE)

CATCH BASIN

TOP 1.69

INVERT -0.52

CATCH BASIN

TOP 1.71

INVERT -0.62 (N)

INVERT -0.42 (S)

INVERT -0.40 (W)

DRAINAGE GRATE

6" P

VC

24" RCP

24" RCP (44 LF)

"X

" E

RC

P

(6 2 L

F)

14"X22" ERCP (41 LF) 14"X22" ERCP (59 LF)

18"X30" RCP (105 LF) 18"X30" RCP (37 LF)

14"X22" ERCP (108 LF)

18"X30" RCP (39 LF)

18"X30" RCP (13 LF)

14"X22" ERCP (7 LF) 18" CMP (10 LF)

"X

" E

RC

P

(2 5 L

F)

24" RCP (16 LF)

14"X22" ERCP (66 LF)

R ev is io n Pr oj ec t T itl e:

of

Sh ee t N o.

Pr ep ar ed fo r:

D at e

Prepared by:

R ev is io n D at e

GRAPHIC SCALE

1 inch =30 feet

(IN FEET)

0 15 30 60 of D w g.

D at e:

Co un ty

: B re va rd

C ou nt y, F lo rid a Ph ot o

D at e:

Fi el d

Bo ok

: 1

(6

4-

D ra w n by

O ffi ce

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: 6

1X

C he ck ed b y:

D w g.

N am e:

1X

1.

dw g

/1

1/

M R

C

BG

Se ct io ns an d

, T ow ns hi p

S ou th

, R an ge ar d

C ou nt y, F lo rid a

Lo ca te d in

M ap o f T op og ra ph ic S ur ve y

N

DQ

LY

DG

D

P

UR

S

HU

W\

S

HH

S K

HH

W

S

HH

S K

HH

W

S

HH

E

HO

R Z

S

HH

D E

R

YH

/2

Ad de d te st h ol e in fo rm at io n

/2

0/ up da te d ho le in fo rm at io n

/2

4/

Br ev ar d

C ou nt y

N at ur al

R es ou rc es M an ag em en t D ep ar tm en t

J ud ge F ra n

Ja m ie so n W ay Vi er a, F L

Altamonte Springs, FL 32701 USA

WSP USA ENVIRONMENT & INFRASTRUCTURE, INC.

www.wsp.com Phone: (407) 522-7570